The URL can be used to link to this page

Home My WebLink AboutSW6220805_Plansheet C-1.0 - Existing Conditions_Survey_20221019VICINITY MAP NOT TO SCALE LEGEND: ECS� ECS-EXISTING COTTON SPINDLE EIP OO EIP-EXISTING IRON PIPE EIR Oo EIR-EXISTING IRON ROD EPKO EPK-EXISTING PK NAIL ERBO ERB-EXISTING REBAR SRBO SRB-SET REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY SETBACK LINE SD STORM DRAINAGE // OVERHEAD UTILITY ❑ ❑ VINYL SPLIT RAIL FENCE TREE LINE 210 MAJOR CONTOUR 207 MINOR CONTOUR — 30' — 30' — 30' VEGETATED BUFFER x 208.47 SPOT ELEVATION BENCHMARK S-,GN SIGN MB MAILBOX PP UTILITY POLE C• GUY WIRE FIRE HYDRANT ASPHALT = UNSUITABLE SOILS 0 SURFACE WATER AREA: (BY COORDINATE COMPUTATION) 563,535 SF (12.94 AC) PIN: 1518- 55- 7140.000 PEE 021518 0016 04 ZONINGRA-20M 35' FRONT 20' CORNER SIDE 10' SIDE 25' REAR SOURCE OF TITLE DB 2837, PG 22 HARNETT COUNTY REGISTER OF DEEDS NOTES: 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 2. COMBINED SCALE FACTOR: 0.99987429 LOCALIZATION POINT N: 585284.691 E: 2115324.766 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS MAP. 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS. 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO MAP# 3720151800J OF THE FLOOD INSURANCE RATE, DATED OCTOBER 3, 2006. I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. --------- jw,4e L"t — . --------------------- PROFESSIONAL LAND SURVEYOR - L-4571 I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK -----, PAGE ----- OR OTHER REFERENCE SOURCE -----------------); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK -----, PAGE ----- OR OTHER REFERENCE SOURCE -----------------; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND SEAL THIS 24 DAY OF AUGUST, 2022. ----------------------------------------- PROFESSIONAL LAND SURVEYOR - L-4571 CONTROL POINT LIST POINT # NORTHING EASTING ELEVATION DESCRIPTION 1 585,284.691 2,115,324.766 244.58 4D DISK 3 584,751.781 2,115,342.339 238.94 4D DISK 2 585,806.488 1 2,115,355.936 1 246.25 14D DISK N/F JOSEPH F. BYRD, JR DB 805, PG 259 N/F JOSEPH FITZGERALD BYRD, JR. DB 1972, PG 679 TB M 4D DISK N 585,284.E E 2,115,324.' ELEV 244.` NC GRID NAD (2011) NAVD 88 N/F MARCUS ANTHONY TART & WIFE, ANGIE S. TART DB 2093, PG 576 N/F ROBERT LYNN WILLIAMS & WIFE, VICKIE C. YANDLE DB 3938, PG 855 \ 22INV 6.54 sa \ s �cA IICARO Nz Q ESS /0- AL - 457 .R�IS.�``�� ROBERT MICHAEL LINDA POINDE TER LEE 8LI DB 4072, PG 634 b�1'Is'22 I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND SEAL THIS 24 DAY OF AIJUST A.D., 2022. PROFESSIONAL LAND SURVEYOR — L-4571 I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS PERFORMED ON JANUARY 31, 2022 USING TWO TRIMBLE 5700 RECEIVERS. JWR. jep""� ------------------------------ PROFESSIONAL LAND SURVEYOR — L-4571 I 2 � N/F IBROOKIE SCOTT HOWARD, I BROOKS DOUGLAS HOWARD & WIFE, I I BROOKS DOUGLAS HOWARD &, CONNIE MOORE HOWARD nR 19RR Pr.' 51R I 3/4" EIP N/F ROBERT MICHAEL LEE & WIFE, LINDA POINDEXTER LEE DB 4072, PG 634 I I I I 4 N/F �`6 CARLOS CANALES & WIFE, N/F HARLYN CANALES I MANUEL GARCIA JUNIOR I DB 2247, PG 928 nR 151n PC; 987 (� 8 \1 \ N/F / DON L. AGNEW JR. & WIFE, PATM. AGNEW "I PG 255 ;LIDE 717C 85,545.541 116,135.208 RID NAD 83 (2011) N/F NE B. GOMES, ROMANA GOMES, HINE GOMES &, OMAN GOMES 2179, PG 561 CJ\'CE Soto / 0 O Z rr N N 0 N c0 00 0 z 0 it U z GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CAR =Q� oFESS/0 •.•��i Q� AL - i < 457 S� • S UR`I ZVq V R.i►S"- b°)'Is'22. REVISIONS PROJECT NAME FAIRGROUND FARMS SUBDIVISION EXISTING CONDITIONS CLIENT AGS LAND, LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION SURVEYED BY: CLIFF DRAWN BY: SEA N CHECKED BY: JIMMY PROJECT NUMBER: 1862 DRAWING SCALE HORIZONTAL: 1 "=50' DATE SURVEYED JANUARY 31, 2022 SHEET NUMBER C-1 no